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Now showing items 51-58 of 58
The poromechanics of naturally fractured rock formations: A finite element approach.
(2003)
The mathematical models have been cast into finite element form and verified against analytical solutions for one-dimensional consolidation and an inclined wellbore in a fully saturated single-porosity formation subjected ...
Failure mechanisms of buried pipelines under fault movement and soil liquefaction /
(1983)
A simplified pipe model on a time dependent elastic foundation is proposed to stimulate a liquefaction situation of a liquefiable zone during earthquakes and the finite difference technique coupled with a time-increment ...
High performance concrete in Oklahoma designed for precast/prestressed bridge beams.
(2003)
It was learned that all cements and aggregates in the test group appear suitable for producing HPC, but some cements and aggregates are better in precast/prestressed concrete applications. Cement selection is crucial to ...
A mathematical model and integrated simulation for urban flood and land use analysis /
(1983)
A mathematical model for estimating potential urban flood damages was developed. Model parameters and variables were determined and verified by statistical analyses. HEC-1 and HEC-2 programs were used to simulate the ...
Testing and modeling of unsaturated interfaces.
(2005)
A conventional fully automated direct shear test device was modified to achieve the objectives of this study. The newly developed device, called the Unsaturated Interface Direct Shear Apparatus (UIDSA), was equipped for ...
Pressuremeter and cone penetrometer testing in a calibration chamber with unsaturated Minco Silt.
(2005)
The focus of this study is to investigate the influence of matric suction (&psgr; ) on PMT and CPT results by conducting miniature pressuremeter (MPMT) and miniature cone penetrometer (MCPT) testing in a calibration chamber ...